LAKE BOON BARTON ROAD NOTICE OF INTENT SITE PLAN 1 DILLIS & &,9,L DE6,*N *RO83 &,9,L EN*,NEER6 LAND 68R9E<OR6 :ETLAND &ON68LTANT6 ROY SITE LOCUS MAP NOTES: B. CONSTRUCTION NOTES: STRAW WATTLE
PROPOSED 4-FOOT WIDE STAIRWAY (REFER TO ARCHITECTURAL PLANS PREPARED BY PRESTON DESIGN INC FOR DETAILS)
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89.79
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X
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101.17
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X
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EXISTING DOCK (ELEV. =~85.8)
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8" PINE
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6" PINE
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PROPOSED EROSION CONTROL BARRIER
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PROPOSED TERRACE
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SHEET NO.
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DRAWING NO.
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PREPARED BY:
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JOB NO.
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OF
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BY
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DATE
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NO.
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DESCRIPTION
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OWNER:
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APPLICANT:
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COPYRIGHT DILLIS & ROY CIVIL DESIGN GROUP, INC 2021
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DESIGN BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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N
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156 BARTON ROAD
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STOW, MASSACHUSETTS
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SAMUEL HURWITZ
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6507-NOI SITE PLAN
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1
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6507
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63 OAKLAND AVENUE
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NEWTON, MASSACHUSETTS
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SAMUEL HURWITZ
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63 OAKLAND AVENUE
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NEWTON, MASSACHUSETTS
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GSR
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8/30/2021
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RWP
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GSR
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1 MAIN STREET, SUITE 1
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LUNENBURG, MA 01462
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PHONE: (978) 779-6091
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www.dillisandroy.com
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0
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1 in. = ft.
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5
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40
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10
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20
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10
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10
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SCALE: 1" = 1,500'
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A. GENERAL NOTES 1. TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN WAS PREPARED BY DILLIS & ROY CIVIL DESIGN GROUP, INC. TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN WAS PREPARED BY DILLIS & ROY CIVIL DESIGN GROUP, INC. 2. ELEVATIONS REFER TO AN ASSUMED DATUM (SEE BENCH MARK LOCATED ON PLOT PLAN). ELEVATIONS REFER TO AN ASSUMED DATUM (SEE BENCH MARK LOCATED ON PLOT PLAN). 3. RESOURCE AREAS AS DEFINED BY THE MASSACHUSETTS WETLANDS PROTECTION ACT AND THE TOWN OF STOW WETLANDS BYLAW WERE RESOURCE AREAS AS DEFINED BY THE MASSACHUSETTS WETLANDS PROTECTION ACT AND THE TOWN OF STOW WETLANDS BYLAW WERE DELINEATED BY DILLIS & ROY. 4. EXISTING UTILITIES SHOWN ON THIS PLAN WERE COMPILED FROM FIELD MEASUREMENT AND RECORD PLANS. THE UTILITIES SHOWN ON EXISTING UTILITIES SHOWN ON THIS PLAN WERE COMPILED FROM FIELD MEASUREMENT AND RECORD PLANS. THE UTILITIES SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY AND SHOULD NOT BE ASSUMED TO BE CORRECT NOR SHOULD IT BE ASSUMED THAT THE UTILITIES SHOWN ARE THE ONLY UTILITIES LOCATED ON OR NEAR THE SITE. THE CONTRACTOR SHALL CALL DIG SAFE 1-888-DIG-SAFE PRIOR TO CONSTRUCTION IN ACCORDANCE WITH STATE LAWS. 5. CONTRACTOR SHALL REFER TO THE ORDER OF CONDITIONS FROM THE STOW CONSERVATION COMMISSION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REFER TO THE ORDER OF CONDITIONS FROM THE STOW CONSERVATION COMMISSION PRIOR TO CONSTRUCTION. 1. FINISHED GRADING SHALL BE DONE IN ACCORDANCE WITH THE PLOT PLAN. ALL DISTURBED AREAS SHALL BE COVERED WITH A MINIMUM FINISHED GRADING SHALL BE DONE IN ACCORDANCE WITH THE PLOT PLAN. ALL DISTURBED AREAS SHALL BE COVERED WITH A MINIMUM OF 4" OF LOAM AND SEEDED WITH A NATIVE GRASS MIXTURE. 2. CONTRACTOR TO SET EROSION CONTROL BARRIER PRIOR TO WORK AT THE SITE AND HAVE SAID BARRIER INSPECTED BY THE STOW CONTRACTOR TO SET EROSION CONTROL BARRIER PRIOR TO WORK AT THE SITE AND HAVE SAID BARRIER INSPECTED BY THE STOW CONSERVATION COMMISSION PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES FOR ANY TEMPORARY DISCONNECTIONS AND SERVICES CONTRACTOR TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES FOR ANY TEMPORARY DISCONNECTIONS AND SERVICES CONNECTIONS. 4. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. 5. REFER TO ARCHITECTURAL PLANS PREPARED BY PRESTON DESIGN INC. FOR DETAILS AND SPECIFICATIONS ON THE PROPOSED STAIRS REFER TO ARCHITECTURAL PLANS PREPARED BY PRESTON DESIGN INC. FOR DETAILS AND SPECIFICATIONS ON THE PROPOSED STAIRS FROM THE PROPOSED HOUSE TO THE EXISTING DOCK. C. EROSION CONTROL SPECIFICATIONS 1. WORK SHALL BE PERFORMED DURING A DRY PERIOD. WORK SHALL BE PERFORMED DURING A DRY PERIOD. 2. PLACE EROSION CONTROL BARRIER PER THE DETAIL ON THIS PLAN PRIOR TO CONSTRUCTION. NOTIFY THE STOW CONSERVATION PLACE EROSION CONTROL BARRIER PER THE DETAIL ON THIS PLAN PRIOR TO CONSTRUCTION. NOTIFY THE STOW CONSERVATION COMMISSION AFTER INSTALLATION FOR INSPECTION. 3. RESTORE DISTURBED AREAS IN ONE OF THE FOLLOWING WAYS AS INDICATED ON THE PLANS: RESTORE DISTURBED AREAS IN ONE OF THE FOLLOWING WAYS AS INDICATED ON THE PLANS: 3.1.1 VEGETATED UPLAND SLOPE AREAS - ALL UPLAND SLOPE AREAS SHALL BE RESTORED WITH A MINIMUM OF 4" TOPSOIL, SEED, FERTILIZER AND MULCH. 3.1.2 SLOPES GREATER THAN 3-FEET HORIZONTAL TO 1-FOOT VERTICAL SHALL BE RESTORED WITH EROSION CONTROL BLANKET SIMILAR TO NORTH AMERICAN GREEN (NAG-S75), OR APPROVED EQUAL.
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ADJACENT WATTLES SHALL TIGHTLY BUTT TOGETHER
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UNDISTURBED SUBGRADE
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INBED WATTLE 3"± INTO EXISTINGGROUND SURFACE
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FILL HIEGHT=3"±
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WOODEN STAKE TO BE PLACED AT EITHER END OF THE WATTLE AND AT MAX. SPACING OF 4' .O.C
